An optimum selection strategy of reflective cracking mitigation methods for an asphalt concrete overlay over flexible pavements

Author:

Golestani Behnam1,Nam BooHyun1,Noori Mehdi1,An Jinwoo1,Tatari Omer1

Affiliation:

1. Department of Civil, Environmental and Construction Engineering, University of Central Florida, Orlando, FL, USA

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference62 articles.

1. Abu Al-eis, K., 2004. Evaluation of the Interlayer Stress-Absorbing Composite (ISAC) to mitigate reflective cracking in asphaltic concrete overlays. Madison, WI: Wisconsin Department of Transportation, Report No. WI-09-04, Nov.

2. Ahlrich, R.C., 1986. Evaluation of asphalt rubber and engineering fabrics as pavement interlayers. Vicksburg, MS: Prepared for Department of the Army, U.S. Army Corps of Engineers, Waterways Experiment Station, Final Report, Miscellaneous Paper GL-86-34, Nov.

3. Al-eis, K.A., 2004. Evaluation of the Interlayer Stress-Absorbing Composite (ISAC) to mitigate reflective cracking in asphaltic concrete overlays. Milwaukee, WI: Wis DOT, Rep. No, WI-09-04.

4. Amini, F., 2005a. Potential applications of paving fabrics to reduce reflective cracking. Jackson, MS: Mississippi Department of Transportation, Report No. FHWA/MS-DOT-RD-05-174, Feb.

5. Amini, F., 2005b. Potential applications of paving fabrics to reduce reflective cracking. Washington, DC: Dep. Civ. Environ. Eng. State Univ. Coop. with Mississippi Dep. Transp. U.S. Dep. Transp. Fed. Highw. Adm., Final Rep. FHWA/MS-DOT-RD-05-174.

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